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LINDEN AVENUE over HAWKSBILL CREEK

Map

Coordinates:
+38.65908, -78.46206
38°39'33" N, 78°27'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINDEN AVENUE over HAWKSBILL CREEK
Structure number:000000000025163
Location:.02 MI. RTE. 340 BUSINESS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,233 [as of 2014]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 10123397.9
September 2015Good7 out of 10123390.6
September 2013Good7 out of 1040091.7
September 2011Good7 out of 10400100.0
September 2009Good7 out of 10400100.0
September 2007Good7 out of 10400100.0
September 2005Good7 out of 10400100.0
May 2004Good7 out of 10400100.0
June 2002Good7 out of 10400100.0
October 2000Good9 out of 10400100.0
January 1998Good9 out of 10400100.0